ST0004-LR010827 1r~*~ GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
11050 Ables Ln., Daflas, Texas 75229 phone: (972) 488-8800 fax:(972) 488-8080
---- -- Concrete Compression Test Report
Client: The City of Coppell Report Distribution: (1) The City of Coppell
Project: Freeport Parkway Pavement (1) Quantam Contracting
Repair
TMI Report No.: DC01-066-031
Report Date: 08/27/2001
Specifications Test Data
Strength 4000 psi @ 28 Days Placement Date 07/30/2001 ......
Slump 5 in max Sampled By Zuhair Shubbar
Air Content 3 % mtn 6 % max Weather Clear
Concrete Temperature n/a Supplier/Mix Hanson/9636
Ambient Temperature n/a Air Content Method ASTM C-231-B
Ticket Number: 907672 Time Batched: 1:53 pm Time Sampled: 3:15 pm
Slump: 4 in Air Content: 3.2 % Unit Weight: n/a
Concrete Temperature: 97° F Ambient Temperature: 99° F Yardage (c.y.): 110 of 110
Placement Location: Paving
Sample Location: Station 16+50, North Freeport Pkwy.
Set # Cyl~der Age Max Load Area Strength Fracture
Test Date (days) (lbs. force) (sq.in.) (psi'J Type
2 07300107 08/06/2001 7 135330 28.27 4790 unbonded cap
2 07300108 08/06/2001 7 128650 28.27 4550 unbonded cap
2 07300109 08/13/2001 14 145010 28.27 5130 unbonded cap
2 07300110 08/13/2001 14 139730 28.27 4940 unbonded cap
2 07300111 08/27/2001 28 150530 28.27 5320 unbended cap
2 07300112 08/27/2001 28 152090 28.27 5380 unbonded cap
28 day average 5350
Normal cylinder size: 6"x 12"
Field and laboratory tests by TMI are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231,
TERRA-MAR, IN6.
The results presented in this report pe~ain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is strictly prohibited without the express written consent of TMI.
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